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Composite arched in-site casting floor frame constructing structure

A frame building and floor slab technology, applied in the direction of building structure, construction, etc., can solve the problems of heavy structure, large amount of steel and concrete, waste of foundation and foundation, etc., and achieve the effect of saving materials

Inactive Publication Date: 2009-04-22
田清
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the building structure adopts reinforced concrete frame structure, masonry structure, slab-column structure, steel structure, etc. Reinforced concrete columns are poured on the foundation, and a large number of primary and secondary beams, well beams, floor surfaces, and slab surfaces are poured between the columns. It is transmitted to the secondary beam, then to the main beam, from the main beam to the frame column, and from the column to the foundation. The force transmission route is long, and a large number of concrete beams and columns must be required. The amount of steel and concrete is relatively large, which not only wastes materials , and the resultant structure is self-heavy, the foundation and the foundation are wasted, the amount of steel is large, the cost is high, and the use is also limited

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  • Composite arched in-site casting floor frame constructing structure

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Embodiment Construction

[0010] Below in conjunction with accompanying drawing and embodiment the present invention will be further described:

[0011] A combined arched cast-in-place floor frame building structure, which is composed of a three-part reinforced concrete structure of a main beam 12, a floor 6, and an arched beam 7, and the arched beam 7 is located at the junction of the main beam 12 and the floor 6 , wherein a section of the main beam 12 included in the arched beam side 7 constitutes the concealed beam 9 . The 12 reinforcing bars of the main beam are a reinforced mesh columnar structure, wherein beam stirrups 3 are installed on the reinforced mesh columns of the concealed beam 9 parts; The beam stirrups 3 are connected as a whole, and the other end extends parallel to the reinforcement of the floor 6 and is connected with the reinforcement of the floor 6;

[0012] During construction, the main beam 12 steel bars are first made into a mesh column structure, wherein the beam stirrups 3 a...

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Abstract

The invention relates to a building structure, in particular to the building structure of a combined arched cast-in-place floor slab frame, which comprises a main beam and a floor slab, wherein the joint part of the main beam and the floor slab is provided with an arched beam support, a section of the main beam positioned in the arched beam support forms a concealed beam, and a reinforcing steel bar of the main beam has a reinforcing steel bar net post shaped structure, wherein the reinforcing steel bar net post of the concealed beam is provided with a beam reinforcement stirrup. The reinforcing steel bar of the arched beam support is arranged in a cone shape, one end of which is integrally connected with the beam reinforcement stirrup on the reinforcing steel bar of the concealed beam into a whole, while the other end of which parallelly extends into the reinforcing steel bar of the floor slab and is connected with the reinforcing steel bar of the floor slab into a whole. The reinforcing steel bar arched beam support is arranged in the cone shape so that the arched beam support is not only firm and durable, but also saves a large number of the main beams and secondary beams, saves the materials, wherein the steel usage is saved by 60 percent, the amount of concrete is saved about 30 percent, and the labor is saved about 40 percent.

Description

Technical field: [0001] The invention relates to a building structure, in particular to a combined arched cast-in-place floor slab frame building structure. Background technique: [0002] At present, the building structure adopts reinforced concrete frame structure, masonry structure, slab-column structure, steel structure, etc. Reinforced concrete columns are poured on the foundation, and a large number of primary and secondary beams, well beams, floor surfaces, and slab surfaces are poured between the columns. It is transmitted to the secondary beam, then to the main beam, from the main beam to the frame column, and from the column to the foundation. The force transmission route is long, and a large number of concrete beams and columns must be required. The amount of steel and concrete is relatively large, which not only wastes materials , and the resultant structure is self-heavy, the foundation and the foundation are wasted, the amount of steel is large, the cost is high...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/16E04B1/20
Inventor 田清
Owner 田清